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Table 1 Fault parameters used in this study. The parameters for (a) and (b) follow Chesley et al. (2012). Those for (c) are from a geodetic study (Nishimura et al. 2011) including the largest aftershock. We set the parameters for (d) on the basis of underground and surface fault geometry (Sato et al. 2004; Panayotopoulos et al. 2014). The parameters for (e) are from Ishibashi (1977)

From: Elastostatic effects around a magma reservoir and pathway due to historic earthquakes: a case study of Mt. Fuji, Japan

Name

Long.a [° E]

Lati.a [° N]

Deptha [km]

Length [km]

Width [km]

Strike [°]

Dip [°]

Rake [°]

Slip [m]

(a)-1

138.706

35.120

6.4

120

50

193

20

71

5.6

(a)-2

138.235

33.823

4.1

205

100

246

10

113

7.0

(a)-3

136.074

33.006

7.8

155

100

251

12

113

5.6

(a)-4

134.481

32.614

10.1

135

120

250

8

113

9.2

(a)-5

133.130

32.200

10.0

70

80

250

8

118

9.2

(b)-1

139.748

34.836

2.0

85

50

315

30

153

6.7

(b)-2

140.360

34.954

2.0

57

23

255

20

90

12.0

(c)-1

143.815

38.994

8.0

90

76

204

16

119

40.90

(c)-2

143.494

38.303

7.9

130

122

204

17

90

17.40

(c)-3

142.680

37.285

7.9

147

104

204

16

85

4.70

(c)-4

141.777

36.106

8.7

59

61

211

26

104

3.76

(d)-1

137.840

36.570

0.0

23.0

30

13

14

90

10.0

(d)-2

137.950

36.240

0.0

34.6

30

346

14

90

10.0

(d)-3

138.074

36.125

0.0

10.8

15

347

90

0

9.0

(e)-1

138.730

35.140

2.0

115

70

198

34

71

4.0

(e)-2

138.130

33.900

3.0

150

100

245

24

113

4.0

  1. aLocations at the southern corner of an upper edge of a rectangular fault when the strike is 0°